1. Strength of continuous composite beams designed to Eurocode 4;Johnson,1988
2. Local buckling and moment redistribution in class 2 composite beams;Johnson;Struct. Engng Int.,1991
3. Factors affecting the rotation capacity of plastically designed members;Kemp;Struct. Engr.,1986
4. Quantifying limit-states of rotation capacity in flexural members;Kemp,1990
5. Available rotation capacity in steel and composite beams;Kemp;Struct. Engr,1991